CN106698638A - Catalyst adding optimization control method for ozone catalytic-oxidation process - Google Patents

Catalyst adding optimization control method for ozone catalytic-oxidation process Download PDF

Info

Publication number
CN106698638A
CN106698638A CN201710012426.2A CN201710012426A CN106698638A CN 106698638 A CN106698638 A CN 106698638A CN 201710012426 A CN201710012426 A CN 201710012426A CN 106698638 A CN106698638 A CN 106698638A
Authority
CN
China
Prior art keywords
ozone
catalyst
concentration
water
detector
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710012426.2A
Other languages
Chinese (zh)
Inventor
刘永泽
张立秋
马军
封莉
江进
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Forestry University
Original Assignee
Beijing Forestry University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Forestry University filed Critical Beijing Forestry University
Priority to CN201710012426.2A priority Critical patent/CN106698638A/en
Publication of CN106698638A publication Critical patent/CN106698638A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic oxidation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/30Treatment of water, waste water, or sewage by irradiation
    • C02F1/32Treatment of water, waste water, or sewage by irradiation with ultraviolet light
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/78Treatment of water, waste water, or sewage by oxidation with ozone
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/32Details relating to UV-irradiation devices
    • C02F2201/326Lamp control systems
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/23O3
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/10Photocatalysts

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Health & Medical Sciences (AREA)
  • Toxicology (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The invention provides a catalyst adding optimization control method for an ozone catalytic-oxidation process, relates to an optimization method for removing organic pollutants in water of an ozone catalytic-oxidation process and belongs to the field of water treatment. The method aims at solving the problem that a catalyst added to an existing ozone catalytic-oxidation process difficultly adapts to water quality, water amount and water temperature change and accordingly the ozone utilization rate is low or a large amount of catalyst is left and comprises the steps that at least one liquid-state ozone detector is arranged on a water outlet pipeline of an ozone contact oxidation system or at least one gaseous-state ozone detector is arranged on a tail gas pipeline of the ozone contact oxidation system a concentration signal output by the ozone detector is received by using a controller, and an execution signal is analyzed and output to a catalyst adding device according to the signal, and the catalyst adding amount increase/decrease is controlled in real time so as to obtain optimal adding amount. The catalyst adding optimization control method has the advantages of being simple in operation, low in cost and capable of improving the ozone utilization rate by 10%-50%, can be popularized and applied in various scales of project applications and is mainly used for treating water containing organic pollutants.

Description

A kind of catalyst optimization adding control method for catalytic ozonation technique
Technical field
The present invention relates to water treatment field, and in particular to added certainly for the catalyst optimization in catalytic ozonation technique Dynamic control.
Background technology
In recent years, ozonation technology is widely used in the removal of persistent organic pollutants in water, including removal is drunk In water and sewage the new organic pollution of difficult degradation such as incretion interferent, medicine and personal-care supplies, agricultural chemicals etc. and The industrial wastewater of difficult degradation such as coking chemical waste water, organic chemical waste water etc..In order to increase ozone oxidation organic matter efficiency, generally add Catalyst produces hydroxyl radical free radical to be aoxidized to accelerate ozone decomposed.The research in laboratory has been demonstrated to efficient catalytic ozone The catalyst or catalytic way for aoxidizing organic pollution have homogeneous catalyst such as hydrogen peroxide, metal ion etc., heterogeneous catalysis Agent such as carbon material catalyst, metal oxide, metal hydroxides, ceramic honey comb, load ceramic honey comb etc. and external energy Source is catalyzed such as ultraviolet radiation, ultrasonic radiation.
In actual applications using catalyst dosing method and dosage often rule of thumb in the following way:If adopting With homogeneous catalyst, the leading portion in ozone contact room adds catalyst, and the dosage of catalyst is with the dosage of ozone by catalysis Agent is added with the reaction quantitative relation of ozone, such as O3/H2O2Technique, H2O2Dosage be H by both reaction quantitative relations2O2 With O3Mol ratio=1:2 add, and the dosage of catalyst lacks preferably and optimizes.
In fact, due to there are a large amount of organic principles in the water body background by ozone oxidation, these organic matter one side energy Enough quick consumption ozone, i.e., realize effective utilization of ozone by the direct oxidation of ozone;On the other hand ozone point can be formed Solution produces the chain reaction of hydroxyl radical free radical, and the free radical yield of chain reaction close to 100%, much larger than catalyst ozone point The yield of solution is 30 ~ 80%.Due to a large amount of radical chain reactions that background organic principle in water exists and occurs, ozone catalytic oxygen Catalyst functions only as inducing ozone and decomposes the effect for producing hydroxyl radical free radical in chemical industry skill, although can accelerate dividing for ozone Solution, but the contribution to the free radical yield of ozone decomposed is faint.
Therefore, adding for catalyst needs optimization in catalytic ozonation technique:On the one hand, adding can't excessively cause The oxidability of hydroxyl radical free radical increases, and the direct oxidation ability of ozone can be weakened on the contrary, while a large amount of of catalyst can be caused Residue, influences next stage unit for treating water, such as in O3/H2O2Substantial amounts of H in technique2O2It is remaining;According to the difference for being subject to processing water quality, Should select that different catalyst, catalyst add position and dosage is also required to optimization, on the other hand, add that I haven't seen you for ages and cause and be smelly Oxygen decomposition rate is slower, in water or tail gas residual ozone concentration raise, causing the utilization ratio of ozone reduces, cause ozone dirt Dye.
In sum, it is necessary to according to water quality situation and the actual oxidability of ozone, invention optimization catalytic ozonation technique The method of the dosage of middle catalyst.
The content of the invention
The invention aims to catalyst amountses in solving existing catalytic ozonation technology blindly, it is impossible to efficiently Using the problem of ozone oxidation ability, and a kind of catalyst optimization for catalytic ozonation technique is provided and adds controlling party Method.
Catalyst optimization adding control method for catalytic ozonation technique is completed according to the following steps:In ozone Liquid ozone detector/setting on the exhaust pipe of O3 contacted oxidation system is set on the outlet conduit of catalytic oxidation system Gaseous ozone detector, it is above-mentioned at least provided with one;The concentration signal that ozone detector is exported, and root are received with a controller According to the signal analysis and execution signal is exported in catalyst throwing device, control increases/reduce the dosage of catalyst in real time To obtain optimum ad dition amount.
Advantage of the present invention:The present invention optimizes catalytic ozonation technique using in water with residual ozone concentration in tail gas Using the optimization method can adapt to the change of the conditions such as water quality, water, water temperature, it is to avoid the useless consumption of ozone, ozone is realized Efficient utilization.The method is simple to operate, inexpensive, it is possible to increase ozone utilization rate 10% ~ 50%, can be in the work of each scale Popularization and application in Cheng Yingyong.
Brief description of the drawings
Fig. 1 is the catalyst optimization adding control method for catalytic ozonation technique described in specific embodiment one Realize the schematic diagram of device.
Fig. 2 is the catalyst optimization adding control method for catalytic ozonation technique described in specific embodiment two Realize the schematic diagram of device.
Specific embodiment
Specific embodiment one:Present embodiment is to add controlling party for the catalyst optimization of catalytic ozonation technique The implementation method of method, is specifically realized by the following steps:The water injection of ozone catalysis oxidation of pending organic pollution is connect Touch in room, liquid ozone detector is set in catalytic ozonation contact chamber exit, receiving ozone with a controller detects The concentration signal of device output, and according to the signal analysis and execution signal is exported in catalyst throwing device, control increases in real time Greatly/reduce the dosage of catalyst to obtain optimum ad dition amount.The optimization method can adapt to the conditions such as water quality, water, water temperature Change, it is to avoid the useless consumption of ozone, realize the efficient utilization of ozone.The method is simple to operate, inexpensive, it is possible to increase Ozone utilization rate 10% ~ 50%, can be applicable in the engineer applied of each scale.
With reference to Fig. 1, the device bag of catalytic ozonation contact chamber and optimization ozonation technology described in present embodiment Include water inlet(1), delivery port(2), ozone contact room(3), ozone inlet(4), ozone outlet(5), ozone detector (6), controller(7), dosing pump(8), homogeneous catalyst fluid reservoir(9), in ozone contact room(3)Bottom centre sets water inlet (1), in ozone contact room(3)Side wall upper part sets delivery port(2), in ozone contact room(3)Ozone is set at top center to go out Gas port(5), in delivery port(2)Upper perforate connects probe tube connection ozone detector(6), the connection control of ozone detector output signal Device(7), controller(7)Output order gives dosing pump(8), it is smelly that force (forcing) pump draws liquid catalyst input from catalyst stock solution tank Oxygen contact chamber(3)In.
Operation principle:By the water of pending Organic Pollution by water inlet(1)Inject the smelly of O3 catalytic oxidation contact chamber Oxygen contact chamber(3)In, ozone passes through ozone inlet duct(4)Add into ozone contact room(3)In, the dosage of ozone is adjusted To 0.1mg/mgTOC ~ 100mg/mgTOC, while opening ozone detector(6)Ozone concentration, controller in detection solution(7)Receive Collection ozone detector(6)Signal and process:Ozone detector(6)Liquid ozone concentration in the outlet of detection>During 0.2 mg/L, Increase liquid catalyst dosage;Ozone detector(6)The liquid ozone concentration of detection<During 0.1 mg/L, liquid catalyst is reduced Dosage;The optimum ad dition amount of catalyst maintains 0.1 ~ 0.2mg/L to cause that O3 contacted oxidation system goes out Measuring Ozone Concentration in Water.
Specific embodiment two:With reference to Fig. 2, catalytic ozonation contact chamber and optimization ozone oxygen described in present embodiment The device of chemical industry skill includes water inlet(1), delivery port(2), ozone contact room(3), ozone inlet(4), ozone outlet (5), ozone detector(6), controller(7), ultraviolet irradiation device(8), in ozone contact room(3)Bottom centre sets water inlet (1), in ozone contact room(3)Side wall upper part sets delivery port(2), in ozone contact room(3)Ozone is set at top center to go out Gas port(5), in delivery port(2)Upper perforate connects probe tube connection ozone detector(6), the connection control of ozone detector output signal Device(7), controller(7)Output order gives ultraviolet irradiation device(8), control the size and keying shape of the input power of uviol lamp State.
Operation principle:By the water of pending Organic Pollution by water inlet(1)Inject the smelly of O3 catalytic oxidation contact chamber Oxygen contact chamber(3)In, ozone passes through ozone inlet duct(4)Add into ozone contact room(3)In, the dosage of ozone is adjusted To 0.1mg/mgTOC ~ 100mg/mgTOC, while opening ozone detector(6)Ozone concentration, controller in detection solution(7)Receive Collection ozone detector(6)Signal and process:Ozone detector(6)Liquid ozone concentration in the outlet of detection>During 0.2 mg/L, Increase ultraviolet irradiation device(8)The unlatching quantity of input power or uviol lamp;Ozone detector(6)The liquid ozone concentration of detection <During 0.1 mg/L, ultraviolet irradiation device is reduced(8)The unlatching quantity of input power or uviol lamp;Ultraviolet irradiation device it is optimal Input power maintains 0.1 ~ 0.2mg/L to cause that O3 contacted oxidation system goes out Measuring Ozone Concentration in Water.

Claims (6)

1. a kind of catalyst for catalytic ozonation technique adds autocontrol method, it is characterised in that utilize ozone contact Unemployed ozone concentration is the optimum ad dition amount for indicating state modulator catalyst in oxidative system, and the control method is to pass through What following steps were completed:Liquid ozone detector/in ozone contact oxygen is set on the outlet conduit of O3 contacted oxidation system Gaseous ozone detector is set on the exhaust pipe of change system, it is above-mentioned at least provided with one;Ozone is received with a controller to examine The concentration signal of device output is surveyed, and according to the signal analysis and exports execution signal in catalyst throwing device, control is in real time Increase/reduce the dosage of catalyst to obtain optimum ad dition amount.
2. a kind of catalyst for catalytic ozonation technique according to claim 1 adds autocontrol method, its It is characterised by that controller is realized using the concentration signal control chemicals feed pump that ozone detector is exported by following dependency relation: The liquid ozone concentration of detection>During 0.2 mg/L, increase catalyst dosage;The liquid ozone concentration of detection<During 0.1 mg/L, drop Low catalyst dosage;The optimum ad dition amount of catalyst for cause O3 contacted oxidation system go out Measuring Ozone Concentration in Water maintain 0.1 ~ 0.2mg/L。
3. a kind of catalyst for catalytic ozonation technique according to claim 1 adds autocontrol method, its It is characterised by that controller is realized using the concentration signal control chemicals feed pump that ozone detector is exported by following dependency relation: The gaseous ozone concentration of detection>0.2 g/m3When, increase catalyst dosage;The gaseous ozone concentration of detection<0.1 g/m3When, drop Low catalyst dosage;The optimum ad dition amount of catalyst to cause that ozone concentration maintains 0.1 in O3 contacted oxidation system tail gas ~ 0.2 g/m3
4. a kind of catalyst for catalytic ozonation technique according to claim 1 adds autocontrol method, its Described catalyst is characterised by for homogeneous catalyst, including hydrogen peroxide, peroxy-monosulfate, metal ion, ultraviolet radiation, The composite catalyst of one or more mixing of ultrasonic radiation;Described metal ion is Fe2+、Mn2+;Described ultraviolet light spoke Intensity is penetrated for 0.1 mW ~ 100 W;Described ultrasonic radiation intensity is 0.1 W ~ 10 kW.
5. a kind of catalyst for catalytic ozonation technique according to claim 1 adds autocontrol method, its It is characterised by that described O3 contacted oxidation system is ozone contact tank, ozone contact tower, ozone contact tank and ozone contact post.
6. a kind of catalyst for catalytic ozonation technique according to claim 1 adds autocontrol method, its It is characterised by that described controller also additionally considers concentration, ultraviolet radiation facility technical parameter, the ultrasonic spoke of the catalyst Injection device technical parameter controlling catalyst dosage in real time.
CN201710012426.2A 2017-01-09 2017-01-09 Catalyst adding optimization control method for ozone catalytic-oxidation process Pending CN106698638A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710012426.2A CN106698638A (en) 2017-01-09 2017-01-09 Catalyst adding optimization control method for ozone catalytic-oxidation process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710012426.2A CN106698638A (en) 2017-01-09 2017-01-09 Catalyst adding optimization control method for ozone catalytic-oxidation process

Publications (1)

Publication Number Publication Date
CN106698638A true CN106698638A (en) 2017-05-24

Family

ID=58907046

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710012426.2A Pending CN106698638A (en) 2017-01-09 2017-01-09 Catalyst adding optimization control method for ozone catalytic-oxidation process

Country Status (1)

Country Link
CN (1) CN106698638A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112225308A (en) * 2020-10-09 2021-01-15 江苏南大华兴环保科技股份公司 Device and method for treating biotoxic wastewater based on ozone oxidation technology
CN115010239A (en) * 2022-06-28 2022-09-06 哈尔滨工业大学(深圳) Method and system for treating wastewater by ozone-advanced oxidation

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1284933A (en) * 1998-11-05 2001-02-21 旭化成工业株式会社 Water treating method
CN102145932A (en) * 2011-05-19 2011-08-10 哈尔滨工业大学 Water treatment method for catalyzing ozone by using persulfate
CN102276095A (en) * 2011-07-14 2011-12-14 哈尔滨工业大学 Method for degrading organic pollutants in water by gradient ozone catalytic oxidation
CN102491563A (en) * 2011-12-22 2012-06-13 哈尔滨工业大学 Three-stage catalysis ozone oxidation water purifying device
CN104591370A (en) * 2015-01-21 2015-05-06 哈尔滨工业大学 Water treatment method with combined hydrogen peroxide and persulfates to catalyze ozone

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1284933A (en) * 1998-11-05 2001-02-21 旭化成工业株式会社 Water treating method
CN102145932A (en) * 2011-05-19 2011-08-10 哈尔滨工业大学 Water treatment method for catalyzing ozone by using persulfate
CN102276095A (en) * 2011-07-14 2011-12-14 哈尔滨工业大学 Method for degrading organic pollutants in water by gradient ozone catalytic oxidation
CN102491563A (en) * 2011-12-22 2012-06-13 哈尔滨工业大学 Three-stage catalysis ozone oxidation water purifying device
CN104591370A (en) * 2015-01-21 2015-05-06 哈尔滨工业大学 Water treatment method with combined hydrogen peroxide and persulfates to catalyze ozone

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
刘风学 等: "《黄河下游复合污染物转化研究及监测评价》", 31 December 2016, 黄河水利出版社 *
张光明 等: "《水处理高级氧化技术》", 31 October 2007, 哈尔滨工业大学出版社 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112225308A (en) * 2020-10-09 2021-01-15 江苏南大华兴环保科技股份公司 Device and method for treating biotoxic wastewater based on ozone oxidation technology
CN112225308B (en) * 2020-10-09 2021-05-18 江苏南大华兴环保科技股份公司 Device and method for treating biotoxic wastewater based on ozone oxidation technology
CN115010239A (en) * 2022-06-28 2022-09-06 哈尔滨工业大学(深圳) Method and system for treating wastewater by ozone-advanced oxidation

Similar Documents

Publication Publication Date Title
CN101786756B (en) Process method for treating hardly-biodegradable organic wastewater
CN101428924B (en) Treatment of wastewater from vitamin C production with reinforcement, catalysis and ozonization of physical means
CN108911023B (en) Circulation type heterogeneous photocatalytic oxidation treatment system and treatment method
CN101386461A (en) Processing system for implementing coking waste water reuse and processing method
CN102276023A (en) Method for treating organic dyestuff in wastewater
CN106892497A (en) Fenton iron mud regeneration device, Fenton methods sewage disposal system and its method
CN103979735B (en) Process and device for treating refractory industrial wastewater
CN216946374U (en) Ozone and hydrogen peroxide high-efficiency combined catalytic oxidation wastewater treatment device
CN106698638A (en) Catalyst adding optimization control method for ozone catalytic-oxidation process
KR20130069447A (en) Method and apparatus for treating 1,4-dioxane in waste water
CN206666329U (en) Based on the biological reinforced Waste Water Treatment of photoelectricity Fenton
CN107352742A (en) A kind of difficult degradation wastewater electrochemical treatment composite oxidation technology and its system
CN103951125B (en) EDTA cleans the treatment process of waste liquid and the reaction unit of correspondence thereof
CN206089158U (en) Air stripping formula oxidation reaction device
CN103102003B (en) Heterogeneous Fenton reaction continuous device for treating industrial wastewater and treatment technology
CN207405000U (en) A kind of compound advanced oxidation technology handles the device of high COD waste liquids
Lu et al. Bromate oxidized from bromide during sonolytic ozonation
CN206751493U (en) Fenton iron mud regeneration device and Fenton method sewage disposal systems
CN104211263A (en) Treating method of refractory organics in biochemical tailrace of traditional Chinese medicine wastewater
CN208980499U (en) Sewage disposal system based on Fenton technology
CN210825797U (en) Ultraviolet-hydrogen peroxide-cooperated catalytic oxidation system
CN217202215U (en) Ozone catalytic oxidation system for advanced wastewater treatment
CN211470852U (en) High-efficiency treatment device for ammonia nitrogen wastewater difficult to degrade
CN206915904U (en) A kind of wastewater treatment equipment
CN211338942U (en) Tubular Fenton fluidized bed sewage treatment plant and system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170524